MCU14/0106 Appendix E - Engineering Report

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REPORT OF TEST PIT: GA13

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GAPS_1_MDORE.GLB FULL PAGE J\2004tGEOTECHNICAL\04882 {04\FIELDWORK_LOGS\046521047PBH.GPJ_GAPS_1.GDT_96/08/2004_12:41:58 PM

 

 

 

 

 

 

 

 

 

 

SHEET: 1 OF 1
Stockwell Building & Development POSITION: Refer to Site Plan MACHINE: 6 Tonne Excavator
PROJECT. Noosa Business Centre - Stage 1 SURFACE RL: 105m DATUM: AHD71 CONTRACTOR: IBS
LOCATION: Eenie Creek Road PIT DEPTH: 2.70 m LOGGED: PGH DATE: 22/7/04
JOB NO: 04682104 BUCKET TYPE: 350 mm Toothed CHECKED: DATE:
Excavation Sampling Field Material Description
b
BS g 2 w ki STRUCTURE AND
8 ke <F opie & 2 ]& SOIL/ ROCK MATERIAL DESCRIPTION 5 be ADDITIONAL
= Be| Es 8 ee 2 & ga OBSERVATIONS
2 ee} S| BE [a zoo |S 2 88
5% ==]S6 | Cayey SAND
4 4 fine to medium grained, light grey, trace of root matter
g
030 |__]
10.20 ‘Sandy CLAY
J medium plasticity, light grey, light brown and trace of red motiling
05s 4
7 U500600.70m
4 PR=>600kKPa 4
g 2.90 EE
Gi 960 be ‘Sandy Sy CLAY
z +0 7 medium to high plasty, pale grey, some red, ace of brown d
3 “ x = 1 motting
a 4 a,
& 4 co
5
5 4 la
in} 2 149 bea] =
2 9.10 fe —f Cl | Sity CLAY
9 1s medium plasticity, light grey, trace of red mottirg, some gravel x 4
7 DS 1604.70
J ro
204 4
254 4
4 a |
270 ie
7.80 TEST PIT [email protected]
304 4
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This report of test pit must be read in conjunction with accompanying notes and abbreviations. Ithas been prepared for geotechnical purposes only, without
altempt to assess possible contamination. Any references to potential contamination are for information only and do not necessaaily indicate the presence or

absence of soil or groundwater contamination.

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